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WEEKLY CONSTRUCTION PROGRESS AND
INSPECTION REPORT
Period Ending
07.05.2020
T-O Engineers Project AIP Number:
502 33rd Street
Cody, WY 82414
03-56-0030-010-2018, 03-
56-0030-011-2018
State Project Numbers:
AEAN10A, AEAN10B,
AEAN10C
Airport Name
Phifer Airfield, Wheatland, Wyoming
Project Description Contractor’s Name
Runway Reconstruction Project Paul Reed Construction & Supply, Inc.
1. Rough Estimate of Percent Completion to Date of Construction Phases (Include items such as clearing, grading, drainage, base, surface, lighting,
etc.)
Overall project percent complete – 98%. See attached sheet for additional information.
2. Work Completed or in Progress this Period.
Monday 06.29.20 – Contractor began placing Topsoil from stockpiles on east and south shoulder of Connector and south shoulder
of Runway. Contractor continued installation of Runway Threshold Lights on west end of Runway. Contractor and RPR performed
smoothness analysis on top lift of P-401 on Connector. Contractor continued demobilization of HMA plant in Contractor’s staging
area.
Tuesday 06.30.20 – Contractor continued placement of Topsoil from stockpiles on south shoulder of Runway. Contractor continued
demobilization of HMA plant in Contractor’s staging area. Contractor performed test on electrical systems and Runway lighting
systems.
Wednesday 07.01.20 – Contractor continued placement of Topsoil from stockpiles on south shoulder of Runway. Contractor began
finish grading around Manhole MH# Irr-C1 at the Boondoggle Basin. Contractor continued demobilization of HMA plant in
Contractor’s staging area. Contractor performed profilograph analysis for smoothness on P-401 top lift on Runway. Contractor
performed additional tests on electrical systems and Runway lighting systems.
Thursday 07.02.20 – Contractor continued placement of Topsoil from stockpiles on north shoulder of Runway. Contractor
continued finish grading around Manhole MH# Irr-C1 at the Boondoggle Basin. Electrical Engineer performed inspection on
Electrical Systems. Town of Wheatland Electricians performed inspections on Electrical Systems.
Friday 07.03.20 – No work was performed on site.
Saturday 07.04.20 – No work was performed on site. Independence Day recognized.
Sunday 07.05.20 – No work was performed on site.
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3. Brief Weather Summary This Period Including Approximate Rainfall and Periods of Below Freezing Temperature (On earthwork jobs include soil
conditions).
Monday 06.29.20 – Clear calm in the morning. Cloudy and mostly calm midday. Cloudy with moderate wind in the evening. 63°F –
90°F.
Tuesday 06.30.20 – Cloudy with light wind in the morning. Cloudy and mostly calm midday. Mostly clear with moderate wind in the
evening. 59°F – 85°F.
Wednesday 07.01.20 – Clear and calm in the morning. Sunny with moderate winds midday. Partly cloudy with moderate wind in
the evening. 60°F – 83°F.
Thursday 07.02.20 – Clear and calm in the morning. Sunny with wind gusts midday. Sunny with wind gusts in the evening. 75°F –
95°F.
Friday 07.03.20 – No work was performed on site. No data collected.
Saturday 07.04.20 – No work was performed on site. Independence Day recognized. No data collected.
Sunday 07.05.20 – No work was performed on site. No data collected.
4. Contract Time 5. Summary of Laboratory and Field Testing This Period (note failing tests and any retests. Summarize out-of-
tolerance material. Identify materials subject to pay reduction.)
No. Days
Charged
Last Work Day
Charged (date) – P-610 QC concrete testing was performed on material delivered for Runway Threshold Light Cans
with entrained air, slump, and temperature reported being in conformance with the specifications
– P-401 profilograph testing was performed on top lift of Runway for smoothness acceptance. Several
areas identified as “must grinds” were identified by profilograph analysis along the southern most
lane of the Runway. Areas marked as “must grinds” resulted in a reduced pay factor for P-401 lots.
Contractor elected to accept pay reduction on P-401 instead of performing grinding on P-401 surface.
216 of 130 07.02.20
6. Describe Anticipated Work by Contractor for Next Period
– Place Topsoil and regrade Contractor staging area.
– Place P-620 Temporary Runway and Taxiway Markings.
– Complete fence installation.
7. Problem Areas/Other Comments (Revisions to plans and specifications approved or denied, delays difficulties, etc., and actions taken.)
– Calendar day 482 of 140 for runway shutdown.
– No weather days granted during this period.
– Contractor is anticipating liquidated damages for working days overage at the end of the project.
– On May 17, 2020, per the contract documents, the Contractor submitted a letter on notice of intent to submit claim related to
survey secondary control elevations. Claim included time for rework, standby time and potentially related to asphalt placement in
2019.
07.06.2020 Edison Elder, E.I., Project Engineer
Date Typed or Printed Name and Title Signature:
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CONSTRUCTION PHOTOS
P-401 Smoothness and Drainage Analysis on Connector Installation of Runway Threshold Lights
Regrading Around MH# Irr-C1 at the Boondoggle Basin. Inspection of Electrical Systems and Signs
Topsoil Placement on Runway Shoulders Topsoil Placement on Runway Shoulders
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PERCENT COMPLETE
Bid Schedule 1 – Runway Reconstruction
1. Mobilization – 90%
2. Demolition – 95%
3. Electrical Demo– 100%
4. Irrigation/Storm Sewer – 98%
5. Treated Water – 100%
6. Pavement – 99%
7. P-602 Prime Coat- 100%
8. Markings – 0%
9. Carriage Lane – 100%
10. Pavement Removal – 100%
11. Erosion Control – 10%
12. Topsoil Stripping – 95%
13. Topsoil Placement – 80%
14. Seeding – 0%
15. Edge Drain – 100%
16. P-152 Excavation and Embankment – 100%
17. P-152 Subgrade Preparation – 100%
18. P-154 Subbase Course – 100%
19. P-208 Aggregate Base Course – 100%
Bid Schedule 2 – Runway Lights and NAVAIDs
20. Mobilization – 90%
21. Electrical – 98%
Bid Schedule 3 – 8’ Wildlife Fence (Non-AIP)
22. Mobilization – 90%
23. Fence – 98%
Bid Schedule 5 – Treated Water Line (Non-AIP and Non-WYDOT)
1. Mobilization – 90%
2. Treated Water – 100%
Bid Alternative 1A – Blast Pads
1. Mobilization – 90%
2. P-152 Subgrade Preparation – 100%
3. P-208 Aggregate Base Course – 100%
4. Pavement – 98%
5. P-602 Prime Coat- 100%
6. Markings – 0%
Bid Alternative 1B – Storm Sewer
1. Mobilization – 90%
2. Storm Sewer – 100%